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� ��������roject: I�nput�by; 3/24I2021 Page 1 of2
Address: Job Name:
DESIGN
Project#:
B2 LP-LVL 2900Fb-2.OE 1.750" X 11.875" 4-Ply - PASSED Level:Level
2 ---- 3 --- ---- --- -- ---- —
_---- .._ ___ __ _---_---. _— _ _ __. -- 1 __ ------- —
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O • • • • • • • • O
1 SPF End Grain 2 SPF End Grain
14' '�7"
14'
Member Information Reactions PATTERNED Ib(Uplift)
Type: Girder Application: Floor Brg Live Dead Snow Wind Const
Plies: 4 Design Method: ASD � 3236 1622 71 0 0
Moisture Condition: Dry Building Code: IBC/IRC 2015 y 4090 1791 19 0 0
Deflection LL: 360 Load Sharing: Yes
Deflection TL: 240 Deck: Not Checked
Importance: Normal-II
Temperature: Temp<=100°F
Bearings
Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb.
1-SPF 2.000" 46% 1622/3236 4858 L D+L
End
Analysis Results �rain
Analysis Actual Location Allowed Capacity Comb. Case 2-SPF 2.000" 56% 1791/4090 5881 L D+L
Moment 21180 it-Ib 6'7 1/16" 41397 ft-Ib 0.512(51%) D+L L End
Grain
Shear 5013 1b 12'10 7/8" 15794 Ib 0.317(32%)D+L L
LL Defl inch 0265(U623) 7'3/8' 0.460(U360) 0.580(58%)L L
TL Defl inch 0.387(L/427) 7'1/8" 0.690(LI240) 0.560(56%) D+L L
Desi n Notes
1 Provide lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection:Instant=0.122",Long Tertn=0.183"
3 Fasten all plies using 2 rows of SDW22634 at 24"o.c.Maximum end distance not to exceed
12"
4 Refer to last page of calculations for fasteners required for specified loads.
5 Simpson fasteners applied from a single side of the member use tip values where published.
6 Girders are designed to be supported on the bottom edge only.
7 Top loads must be supported equally by all plies.
8 Top must be laterally braced at a maximum of 2'o.c.
9 Bottom braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments
1 Uniform 6-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Part.Uniform 0-0-0 to 6-0-0 Top 40 PLF 1 PLF 15 PlF 0 PLF 0 PLF
3 Part.Unifortn 6-0-0 to 14-0-0 7-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
4 Point 6-0-0 Top 575 Ib 1280 Ib 0 Ib 0 Ib 0 Ib 61 Brg 2
Bearing Length 0-3-8
SeH Weight 24 PLF
Notes Ma,����ra,r�„�.����i��
rn�s w�q«b�� anays�s �: nasea oo me waa:, Louisiana-Pacific Corp
9eomeM end oMx conditions as enterstl by the user
ana ws�ea��m�s raport.The����:�esponsie�m 414 Union SVeet,Suile 2000
ensure ihe eccurecy ot ihe Input and the aDWicablliry to Nashville,TN 37219
me ecwei conen�ons or me s�mc��re tor wnicn mis (886)820-0325
prmponent Is Intended.This anaysis is valid only/or ihe www.l co com
oauctlistetl. P rP�
Copydght 2019 AM rghts feserved by Loulslena Padfic APA:PR-L280,ICC-ES:ESR-2403,
cor�.sia u��oo si s�ae 2000,Nasnwb,rri�nis This design is valid until u+DBS:RR-25783,Florida:FL15228
10/31/2021
LP SolidStart Design Version 3.1.04(Build 20.80.210)Powered by i5trud*"'
Client: Date: 3/24/2021 Page 2 of 2
� Software�roject: Inputby:
Address: Job Name:
DESIGN
Project#:
B2 LP-LVL 2900Fb-2.OE 1.750" X 11.875" 4-Ply - PASSED Level:Level
. • . . . . . . N
�
11 /8"
t SPF End Grain 2 SPF End Grain
14' '�7"
14'
Multi-Ply Analysis
Fasten all plies using 2 rows of SDW22634 at 24"o.c..Maximum end distance not to exceed 12"
apacity 0.0%
oad 0.0 PLF
ield Limit per Foot 300.0 PLF
ield Limit per Fastener 300.0 Ib.
ield Mode Lookup
Edge Distance 1 1/2^
in.End Distance 6"
oad Combination
uration Factor 1.00
Notes Ma��ut,<<:��,��i��r.
rn�s oonwn,nc e�ay:�: �s na:ea o� me bees, Louisiana-Pacific Corp
geometry anE otMr conditions as enterotl by Me user 414 Union Street,Suite 2000
and Iis1eE m ihis report.The user is responvble lo
ensure the eaurecy of Me inpul anU Me applwbiliry lo Nashville,TN 37219
me aa�i�ooan�oo:or me:wa�ra r«wn�on ws (888)820-0325
component Is Intended.This anaryais is valid only fwthe W W W.IpCOlP.CAfil
produn rsied. ApA:PR-L280,ICGES:ESR-2403,
Copynght 2019 All rights reserved 6y Loul8lana PaGfic
Corp.d14 Union St SuHe 2000,Nanhvilb,TN 37219 This design is valid until �DBS:RR-25783,Florida:FL15228
10/31/2021
LP SolidStart Design Version 3.1.04(Build 20.80.210)Powered by i5tructT"